HomeMy WebLinkAboutW-002408—Z @'4
RESTEEL BENDING SCHEDULE
TYPICAL CURB VVA 1`3' i V- r."
Rr--INF DET.i 5HT.2 MARK LOCATION SIZE DIAGRAMS
COL. (
III D
O GIRDER 5UPPORT AT BERMS
Co ST JT.
N @ DO. -6
c - 7
DO. -5
C4) DO. s 5m
z_
VVA�LL LINE, COLUMN POOTING .6
20'.� CURB WALLS -4
STANDARD MANHOL C7) DO. 4
-GRADE EL. 4Z4.61 0 END WALLS .4
R,NG AND COVER 8
qkv= III "L' DO. .4
@ END WALLS -DOOR
BRICK LEVELING COURSF5 10, DO N
@ DO.
I 9 P')
_+ Fc c
I R J N 5: Z
;0i a DO.
--f- END WALLS
MASTIC BOTTOM GUTTER .3
TH d'
FILLED b
S" SUBDRAiw 8 CONC. 5TEP5
_0 LIE- 42 1. 00 OVERFLOW -4
_L
6- CONCRETE BLOCK OR 5' Eel DO, -4
S T CONCRETE t<j
,.,WALL LINE 4" PRECA WEIR R OBI Q CONE. STEPS .3
r •i. _ —LL.
lo.
TOP OF'&ALL PLAW
P S. GIRDER 5TIRRUPS *4 ONE OP.rE H
EL. R MA IN FA
0" CON DRAI W FRO��j
- A. I DO. '3
2 CONT.
I( Ty? WALL ReINF) DO. HOC PS 5E -
EL.438.20 EL•4,35 I
MASTIC- EAI 5TIN DO. TIES
MASTIC. 1� E:
T1 51 IT, l F, I
L. - 417. Z 10"CONC. DRAIN DO, TIES -4
N FROM NEW RE5ERVCIP-2
2 CO *4 sP 1'- 1' o "3 *4 HORZ.
EA. SIDE.
2 T-E
I r
lt'FLOW LINE a
WeipR
('rt '4 0 1 - cr + 1 1. 1 — t DETAIL 10 MANHOLE NQ 1 8
INV EL. 435.37 3 StDF-s. COAT WITH I
TAR U4
NOTE: ALL DIMENSIONS
ARE OUT 70 OUT
INIV. EL. 435.37
4 *4 IV I' Z
'0.
SEC.TioNi D-D S rr. C: T 110 V4 E-E N 0 T E S
D E TA I L 5 OVERFLOW z1'= r-o" I- FOR GENERAL NOTES SEE-
5 H T. ljZ
IL GU rTER
G." WATERSTOP-__- 4+4/414 MESH
5 L. 47-2..90 C.I. DRAIN 0 RAT I-
6' WATER570P
,-CONST. )T-
10
CRALE. F 43Z-.3!:
10
-IEL. 4ZZ.07
io- c i.p REsERV.'
DRAIN LINE ---;
s �O.' go- BEND
DETAIL
8 TYP 'CON5TR- J01 NT
SHT. Z
+1
2
DE-TAI L ro DRAIN
SHT. I Z
—FRAME;
7
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in
i Z-Z-j" L
W/ 13 "-.41 F-B-
15'- 9' i
U.
GALVANISED`
HARDWARE MESH
F_
EXISTING 16" C.I.P.
RESERVOIR INLET'- OUTLE-T'-,
ty
:
T
--- ---- '. 77 IL
INV. II 3.20
g --Illlm
SECURE- FRAME
TO CONCRETE
W/ i" CINCH
ANCHORS e E'-Ot
1%1. 0"
TYP REINr-
G.
� I Q&T. 2 SHT. P_
40
81-z.
SECTION F-F ELEVATION
DETAIL 7 INLE-T - OUTLET r_ o-1
SHT. 2
'0
,4)
MANHOLE
RING AND COVER
BRICK LEVELING COURSES
6" CONCRETE BLOCK OR
4" PRECAST CONCRETE
1" 0 RLIW&S
INV. ELEV" 418.2'
ro
DET I I MANHOLE W2 2 31' -o'
51iT, I
-A
lo" cj� P
DETAIL 16 CONIC. COLLAR N.-r-s.
SHT. I
SHT I SITE PLAN
5HT a PLAN 4 SECTIONS
SHT. 3 1 STRUCTURAL DETAILS
oil
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C, ,'
DWG 5312 - C SHT 4
SI7rI "Iry lrl II 6f,
49'
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